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. Proceedings of the annual convention . ^^-e 304 I m p a c t and Bridge Stresses T lO (£> ; in CJ -e- ^—e-2—e- oo oo o *^ roO ON ^ OJ m ro m ujo:— o _ UJ - (r UJ X \-o 3 2 UJ_JX < II UJ I- UJ o o a. CO a<o UJ UJ -J _i X X < 2 r«- in 11 0 0 0 (D 0 S -1 in 10 -1 \F> UJ en UJ LU X < CVJ < q: C/) en UJ UICDO(TCD a: ca THIS PART OF FILM WAS TAKEN BEFORELOCOMOTIVE WAS ON THE SPAN POSITION OF TRAIN SHOWNIN PART ELEVATION FORMAXIMUM STRESSES IN 1EAST SLAB, GAGES Bl, TB2, 83. B7, B8, S B9 J THIS PART OF FILM WAS TAKEN AFTER \LOCOMOTIVE AND CARS WERE OFF THE SPAn) 0105 SEC- 5 42 ENGINE a TENDER WHEEL BASE • 5958 ^i-^:y^ z. ^BASE LINE (ZERO STRESSI ^^^iiln u^i^ MAXIMUM STRESSES INWEST SLAB, GAGES B4,B5, 86, BIO, Bll, a 6 12 -f OJO SECOND SECOND P-035 SEC -I 73 -FIRST WHEEL AT 19 27 NORTH OF {.TEST SPAN iM n I I I II I I n I Illifll iilii III I 2 345 6 78 9 10 ^* noon n „„ „i ENGINE a TENDER I IN SEC. WHEEL BASE MPH. BASE OF RAIL
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Keywords: ., bookauthoramericanrailwayengine, bookcentury1900, bookdecade1900